HomeMy WebLinkAboutTopoGRAPHIC SCALE
so
■ � r � � Ilr�l■
( IN FEET )
1 inch = 20 ft.
in
NOTES:
MAP REFERENCES:
1. THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH SECTIONS 20 -300B -I THROUGH 2O -300B-20 OF THE REGULATIONS
1. PLAT OF LANDS OF: ESTHER M. SIAITH EAST OF CONN. RTE. 163 MONTVILLE, CONN. SCALE 1 IN. = 40 FT. APRIL 1973 AS OF THE STATE OF CONNECTICUTAS WERE FILED WITH THE SECRETARY OF STATE ONJUNE 21,1995. THIS MAP AND SURVEY COMPRISED
PREPARED BY ROBERT L. BUCHER, CT I..S. 4146. THIS MAP IS FILED IN THE MONTVILLE LAND RECORDS AS MAP #1172. ABOUNDARY SUR VEYMEETINGTHE STANDARDSFOR CLASSA-2 HORIZONTAL ACCURACYAND IS CLASSIFIED ASA DEPENDENT
RESURVEY OF THE PARCEL SHOWN HEREON. THE TOPOGRAPHY SHOWN IS THE RESULT OF A FIEL.9 SUR VEY AND MEETS THE STANDARDS
2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE; MONTVILLE - BOZRAH ROAD. FOR CLASS T-2 TOPOGRAPHICACCURACY.
FROM THE NORWICH - SALEM ROAD NORTHERLY TO THE BOZRAH TOWN LINE. ROUTE NO. 163, NUMBER 85-03; SHEET 1 OF ; 2. THE CURRENTDEED REFERENCE FOR THISPARCEL IS VOLUME 624 PAGE 630 OF THE TOWIH OF MONTVILLE LAND RECORDS
APRIL 30, 1937. THIS MAP WAS PROVIDED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION DISTRICT II SURVEY WHICHLISTS THE ENGLISH NE WLONDON CONNECTICUT CONGREGATION OF JEHOVAH'S WITNESSES, INC. AS THE GRANTEE.
OFFICE.
3. THE BASIS OF BEARING USED FOR THIS SUR VEY IS A MAGNETIC OBSERVATION TAKEN ON APRIL 5, 2018.
4. THE VERTICAL DATUM FOR THIS SURVEYIS NA VD 88 AS REFERENCED TO CGS STATION #526 WHICHHAS A REPORTED ELEVATION
OF 471.679 FEET.
CHDBENCHMARK �1� 2 REBAR 5. THE LIMITS OF THE INLAND WETLANDS DEPICTED HERE ON WERE FIELD DELINEATED BY.TOHIA
NP. NNI, PROFESSIONAL SOIL
FND Q FOUND SCIENTIST, PRINCIPAL OF HIGHLAND SOILS, LLC. ONAPRIL 5, 2018.
IITIF JOHN DENNER RR SPIKE FND �`Al
MAP 58 `11,0 T 5 8 IN SNET 3042 R2
6. THE MONUMENTA TION RE CO VERED WAS HF,I,D INTHE COURSE OF THIS SUR VEY WAS SET BI ALEXANDER HOLOWATY, CT LS #70170
] ELEV. = 472.08' / WHICH WAS MEMORIALIZED INA LETTER SIGNED AND SEALED BYMR. HOLOWATYDATED OCTOBER 2, 2017.
VOLUME 439 .L. AGE 550
o
470. 7. THE LAND RECORDS RESEARCH WAS UPDATED ON APRIL 6, 2017.
LEGEND 8. A BO UNDAR Y LINE AGREEMENT IS NEEDED ALONG THE NORTHEASTERLY LINE COMMON WI TH T'HE LAND OF THE NAT URE
-' " -- _ e _ -- - -
PROPERTY LINE \\ ` CONSERVANCY OF CONNECTICUT, INC. AN OVERLAP WAS FOUND BETWEEN THE LINE DESCRIBED IN THE DEED FOR THIS PROPERTY
CHD / t-ONGAPORTIONOF
��
?� (VOLUME 624 PAGE 630) AND THAT OF THENATURE CONSERVANCY(VOLUME 151 PAGE 266). A STONE WALL EXISTS AL
IRON PIN OR DRILL HOLE (SET OR FOUND) FND \ THF. LINE BETWEEN THESE COMMONPROPERTIES. THIS STONE WALL IS CALLED FOR IN THE DEED FOR THIS PROPERTYAND IS SHOWN
■ / T NE WALL AS FO UND WAS
CONCRETE MONUMENT (FOUND OR SET) / 470.3 / �\ 71,1 ONMAPREFERENCE#1 AS LYING ON THE LINE, BUT THE LINE AS MAPPED DIVERGES FROM THE WALL THES O
CHD: CONNECTICUT HIGHWAY DEPT. ( MONUMENTcnw / \\ MONUMENTED AND HELD FOR THIS SURVEY. SOUTHEASTERLYFROM THE END OF THE WALL THE BEARING BASED ONANI;XTENSIONOF
7
SURVEY' CONTROL POINT a / V1� \ S THE LINE OF THE STONEWALL AND DISTANCE WAS HELD AND THEN THAT LIVE WAS DEFLECTED PER VOLUME 151 PAGE 266 TO THE
\ s POINT WHERE THAT BEARING INTERSECTED THE EAST- WEST LINE SHOWN ON MAP REFERENCE #1.
UTILITY POLE _ / / � �° �c'a
EXISTING CONTOUR LINE ------467 -------- o �� COJ� ETE PAD Off,
STING SPOT ELEVATION N + 467.9 CHD
C5 W/ ABO VE �� j0� 9. THERE IS A .MINOR ENCROACHMENT OF PAVEMENT AND A LIGHT POLE ONTO LAND OF PROVOST AS SHOWN.
EXI G / d' � FND GROUND + 469,z,
STONE WALL .� p� OIL TANK
GUARD RAIL n / __+ 420.3/`
WETLANDS SYMBOL
�p � � 9.6 c0 + 468.6
CATCH BASIN UK WF#E _ �
DELINEATED INLAND WETLANDS WF# z' SQ. Q
o^,,^.... + 470 7 �6g ,. SEPTIC ACCESS \`
PVC: POLYVINYLCHLORIDE PIPE 21" ROUR°ID PLASTIC o TOP TANK = 467.4' \
RCP: REINFORCED CONCRETE PIPE
ARD DRAIN CHD 470 _-___ , , 46,5 \, N/F NATURE CONSERVANCY O F CONNECTICUT
�° Tip' = 468.14' FND ;�� ,ON
.��e,;� 'sSQ. CUT \ VOLUMI, 151 PAGE 266
ROOF LEADER 4" INV. III = 467.22' ��� �'�, IN p `` CAP SET
CPP: CORRUGATED PLASTIC PIPE 4" INV. Irl = 467.07' ' a FF AT
oVMT \ CENTERLINE$ 7 MAP 5 8 LOT 21
N/F: NOW OR FORMERLY 4 INV. our. = 466.7s / `--PASS DOOR COVERED �, WALL
1 �.i �� 469.2' 0 &.6 ENTRY d \
RECENTLY 469.7
CONSTRUCTED J" REBAR
DECORATIVE
AVE FOUND+- g69,6'! CONG PAD S \
Dt
469.6 W� A/C UNITS
468.6 FF 0 PASS DOOR 469.2'
BENCHMARK
SHALLOW + 467.6 \ � RR SPIKE SET IN
CHD / DRILL HOLE // ��p � s • F DBL DOOR = 469.2' I`* "' Z � d� \ 1�J W. OAK
CHD FND o', '. �' FOUND IN L' N �o��0 ,'s''s
� � �� � � \ �a- ELIPV = 469.84'
■ RANDOM 13ENCHMARK C X TOP OF WALL ,� ,�� ,NM COVERED CONCRETE PAD 468.1' 1-9
FND RR SPIKE SET I>00 46,,.14 „ENTRY RETE STOOP 468.6'\\ j1
IN AT&T 3041 PATIO CONCRETE
�� / � DRLL�LED WELL � � 74 �9 FF ®PASS DOOR 469.2
N' - 469.33 r3� - w BOLLARDS-
E LE �, / I;LARD b �, � � �
9 \ LINE PER MAP REFERENCE #1
70
---_
468 467.9
AND AS MONUMENTED BY HOLOWATY
d /''
���A1 � �..... _- ��
, Q
' 66) _
- - _ . _ _F 468.7 ' / ,��, SEGMENTED
� \ + 467,5c� ONCRETE+466.9
OAP �' CURB TYP.
REBAR &
CAP SET- - _ _ 467.3
_Ok _------_ ���\ - CENTERLINE
fjEBS01 _ `\ _ - _G 4 _ \ AT END
.,,/--_----- ARS 67 e WALL
\ / A � __ _- _ --467.0
67.4 _ -
/ _ \ SRI __-
�''- + 466:8
� " REBAR \:�4" SDR \
\
RUBBLE - - � OUT = 44,45 _ PAVED PARKING AREA &DRIVEWAY \
o FOUND - INV. _�_ ` -
,�- / 0' STONE WALL-' - _ _ � _ \ \
'�Ar6.5 REMAINS \ _ _ -\ \ \ \ \ \465. - _ _ _ - + 466.8 �� , / 4 X 4 468, - -
REBAR /� RECENTLY D \ __ - - e ` ` _ - - - - D� -I- 466.2 WOOD POST
2 ''' , " i ONSTRUCTE '-� - 465.3- - _ W/ LIGHT �Oo\
FOUND .0"0.' A05'7 23 DECORATIVE WF#20 \ - A6'� - - _ + 466.1 4466.0 \ + 46;.2 s U - -
�� STONEWALLS E_ I TYPE CL CB $,I -
'' 465.95,
iz - - 4165.9 TF =
_ _ _ _ \ \ INV. OUT =463.20'
KINGDOM HALL `�
Ild
SIGN W/ GROUND x iU + 465.9 I
+ 466.0 BLOCK STRUCTURE A6,y 1
LIGHTS - _
UTIL. POLE � WF#19 - --- _ _ � \ � � � � ��O \
NO NUMBER 460 H f w ` 467.5
0 TEMPORARY
UTILITY SERVICE
Q BR I
".-4-466.5#17
\ ��
... -�� � 466,7
\ \ - - - - =: - -�." �-- _- - - - 466- ,� SHED NO
WF#18
\�------- ��--- i-- -----_ �N 85°36, ,. X466.3 / FOUNDATION
`o W 277.89 _
INF#1 1» _ \-_ - - - - WF'#12 �#11 -`�
2 REBAR STEEL LAMP
FOUND wF#13 POST ' � �1�`
/ WF#2�.. WF'#16 dw, (HOME MADE)
LAMP POST
INV OUT 15" RCP `� 46 6 SDR 35
LOCATION MAP
SCALE 1" = 2000't
AREA OF DEED CONFLICT
BOUNDARY LINE AGREEMENT
IS NECESSARY. SEE NOTES
AREA = 1700 SQ FT±
COMPUTED POINT AT
317' FROM HIGHWAY
TN LINK OF WALL
(;HESTNU`� STUMP CALKED .FOR
IN V. 151 P. 266
NOT FOUND
APPRO XIMAIPE
LEDGE OUT CROP
Z0��, ------
s- -
- . .. S 85°36'50`. E • ..
COMPUTED 41.
461.35'
PROPERTY CORNER
WF#23 4�p ' - _ = SEE NOTESCOMPUTED \
W WF#28 WFI�8 - - - -` - - #7 STONE BOUNDI NT CALLED -PER NOT FOUND
WF#24 .�!�, , 2" REBAR FOUND
CID
o Ill I #6 AT SOUTHEASTERLY
R 1 t ,,,, - N/F EUGENE F. PROVOST & JEANNE PROVOST L END LEDGE OUT CROP
40 V MAP 58 LOT 11'x'
yWF#27 PAVEMENT AND LIGHT
VOLUME 386 PAGE 724 POST ENCROACHMENT wF#3
#2�
#29 (STOP)
80 SQ FTt �I► WF#5 REBAR & CAP
WF#26 ET IN APPARENT
.-+ STONE PILE
0 't
Ilk CV LINE PER MAP REFERENCE #1
CERTIFIED T0:
AND AS MONUMENTED BY HOLOWATY
TD BANK, N. A.
CATIC
al �,
CIL REALTY INCORPORATED
tWF#1
START
SURVEY D ATOWNEINC,..
CO HEADWALL
ENGINEERING,
PIPE SILTED IN
Survey Type BOUNDARY &TOPOGRAPHIC SURVE'Y'
CIVIL ENGINEERS AND LAND SURVEYORS
Horizontal Accuracy A-2
ROUTE 32 AND RICHMOND LANE, SOUTH WINDHAM CT
Vertical Accuracy V-2 TEL (860) 423-6371/889-2100 FAX 423-5470
CHD
FND 1" REBAR Topographic Accuracy T-2 BOUNDARY & TOPOGRAPHIC SURVEY
W FOUND IN SWAM
OOSE" Boundary Determination DEPENDENT RESURVEY PREPARED FOR
L T
This mop has been prepared in accordance with C I L
�t f C t t Section Q
o^► N _ --
S 37°44' 42" W 31:3.35 - -
REBAR `-_ --
2 .............
- - -- ----'�.,. -
FOUND -
- - ---- N £/F EUGEN.IE F. PROIJOST & JEANNE PROVOS
MAP 58 LOT 11
VOLUME 388 PAGE rr �4
Regulations of the Sta e o Orme" ICU
20-300b-1 to 20-300b-20 as filed June 21, 1996.
To my knowled e and belief, this map is
substantiglly Q,6rrect as noted hereon.
_DISC
Land Surveyor - License # Date
ANY ORIGINAL OR DI-IFUCATION OFTHIS IAP IS NOT VALID
UNLESS IT BEARS THE. IMPRESSION TYPE SEAL OF THE LAND SURVEYOR
WHOSE NAME AND REGISTRATION `UMBER APPEAR ABOVE.
5 HERSCHLER ROAD MONTVILLE, CONNECTICUT
DATE
04/09/2018
AREA
BOOK N0,
482
DRAWN
JHB
98,200 SQ;. FT.+
04/20/2018 ENTRY
SPOTS REQUESTED
2.25 AC ZES±
DESIGNED
JHB
SCALE
1 19 =20'
1 2O'
".-4-466.5#17
\ ��
... -�� � 466,7
\ \ - - - - =: - -�." �-- _- - - - 466- ,� SHED NO
WF#18
\�------- ��--- i-- -----_ �N 85°36, ,. X466.3 / FOUNDATION
`o W 277.89 _
INF#1 1» _ \-_ - - - - WF'#12 �#11 -`�
2 REBAR STEEL LAMP
FOUND wF#13 POST ' � �1�`
/ WF#2�.. WF'#16 dw, (HOME MADE)
LAMP POST
INV OUT 15" RCP `� 46 6 SDR 35
LOCATION MAP
SCALE 1" = 2000't
AREA OF DEED CONFLICT
BOUNDARY LINE AGREEMENT
IS NECESSARY. SEE NOTES
AREA = 1700 SQ FT±
COMPUTED POINT AT
317' FROM HIGHWAY
TN LINK OF WALL
(;HESTNU`� STUMP CALKED .FOR
IN V. 151 P. 266
NOT FOUND
APPRO XIMAIPE
LEDGE OUT CROP
Z0��, ------
s- -
- . .. S 85°36'50`. E • ..
COMPUTED 41.
461.35'
PROPERTY CORNER
WF#23 4�p ' - _ = SEE NOTESCOMPUTED \
W WF#28 WFI�8 - - - -` - - #7 STONE BOUNDI NT CALLED -PER NOT FOUND
WF#24 .�!�, , 2" REBAR FOUND
CID
o Ill I #6 AT SOUTHEASTERLY
R 1 t ,,,, - N/F EUGENE F. PROVOST & JEANNE PROVOST L END LEDGE OUT CROP
40 V MAP 58 LOT 11'x'
yWF#27 PAVEMENT AND LIGHT
VOLUME 386 PAGE 724 POST ENCROACHMENT wF#3
#2�
#29 (STOP)
80 SQ FTt �I► WF#5 REBAR & CAP
WF#26 ET IN APPARENT
.-+ STONE PILE
0 't
Ilk CV LINE PER MAP REFERENCE #1
CERTIFIED T0:
AND AS MONUMENTED BY HOLOWATY
TD BANK, N. A.
CATIC
al �,
CIL REALTY INCORPORATED
tWF#1
START
SURVEY D ATOWNEINC,..
CO HEADWALL
ENGINEERING,
PIPE SILTED IN
Survey Type BOUNDARY &TOPOGRAPHIC SURVE'Y'
CIVIL ENGINEERS AND LAND SURVEYORS
Horizontal Accuracy A-2
ROUTE 32 AND RICHMOND LANE, SOUTH WINDHAM CT
Vertical Accuracy V-2 TEL (860) 423-6371/889-2100 FAX 423-5470
CHD
FND 1" REBAR Topographic Accuracy T-2 BOUNDARY & TOPOGRAPHIC SURVEY
W FOUND IN SWAM
OOSE" Boundary Determination DEPENDENT RESURVEY PREPARED FOR
L T
This mop has been prepared in accordance with C I L
�t f C t t Section Q
o^► N _ --
S 37°44' 42" W 31:3.35 - -
REBAR `-_ --
2 .............
- - -- ----'�.,. -
FOUND -
- - ---- N £/F EUGEN.IE F. PROIJOST & JEANNE PROVOS
MAP 58 LOT 11
VOLUME 388 PAGE rr �4
Regulations of the Sta e o Orme" ICU
20-300b-1 to 20-300b-20 as filed June 21, 1996.
To my knowled e and belief, this map is
substantiglly Q,6rrect as noted hereon.
_DISC
Land Surveyor - License # Date
ANY ORIGINAL OR DI-IFUCATION OFTHIS IAP IS NOT VALID
UNLESS IT BEARS THE. IMPRESSION TYPE SEAL OF THE LAND SURVEYOR
WHOSE NAME AND REGISTRATION `UMBER APPEAR ABOVE.
5 HERSCHLER ROAD MONTVILLE, CONNECTICUT
DATE
04/09/2018
REVISIONS
BOOK N0,
482
DRAWN
JHB
SHEET NO.
OF 1
04/20/2018 ENTRY
SPOTS REQUESTED
N0.
18-024
DESIGNED
JHB
SCALE
1 19 =20'
1 2O'
BY LENARD
JOB NO.
18-024
CAD DWG
18-024
CHECKED
MDM
.0-